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HomeMy WebLinkAboutP_As-Builts_Finley_Short_Plat_190612_v1.PDFDECISION ON SAND USE ACTION. 2 T74E FINLEY SHORT PLAT AND STREET MODIFICATION, FILE NO. LUA16-000330, SHPL.-A, MOD AS IS APPROVED AND IS SUBJECT TO THE FOLLOWING CONDITIONS: SINGLE FAMILY RESIDEN 71AL DEPICTED IN EXHIBIT 2, FOUND CONC MON 1. A DETAILED LANDSCAPE PLAN THAT C OMPLIES WI7N RMC 4-8-1200.12 SHALL BE SUBMITTED W/ 1 /8" COPPER PIN IN CASE ATION TO THE CURRENT PL AT THE 17ME OF UTILITY CONSTRUCTION PERMIT APPLIC PLANNING CITY OF RENTON PTS 266 PROJECT MANAGER FOR RE1 VIEW AND APPROVAL. THE DETAILED LANDSCAPE PLAN SHA!! DEMONSTRATE COMPLIANCE WITH THE MINIMUM TREE DENSITY AND TREE RETENTION . -- . REQUIREMENTS OF THE ZONE. LANDSCAPING WI7H1N THE RIGHT-OF-WAY AND LANDSCAPING WIDE LANDSCAPE STRIP ON LOT 4 SHALL BE INSTALLED PRIOR TO SHORT / 1 WITHIN THE 10 -FOOT PLAT RECORDING. ONSITE LANDSCAPING FOR LOT 1-3 SHALL BE INSTALLED PRIOR TO FINAL • Lli OCCUPANCY FOR THE INDIVIDUAL HOMES. APPLICANT SHALL PLANT LANDSCAPE SCREENING ALONG THE NORTH PROPERTY LINE OF ' Z 2. 774E TRACT A. THE ADDITIONAL LANDSCAPE AREA SHALL BE LOCATED BETWEEN THE NORTH ��` PROPERTY LINE AND THE POURED CONCRETE CURB AT THE EDGE OF THE PAVEMENT WITHIN bi THE SHARED DRIVEWAY. THIS LANDSCAPING REQUIREMENT SHOULD NOT IMPACT THE SHORT PLATS ABILITY TO MAINTAIN COMPLIANCE WITH RENTON MUNICIPAL CODES. THE APPROVED z LANDSCAPING IN TRACT A SHALL BE INSTALLED AND INSPECTED PRIOR TO SHORT PLAT W RECORDING.D APPROVED BY, THE 3. THE APPLICANT SHALL SUBMIT A FINAL DETAILED GRADING PLAN T0, AN > Q CURRENT PLANNING PROJECT MANAGER THAT COMPLIES WITH THE RETAINING WALL STANDARDS QS PRIOR TO CONSTRUCTION PERMIT ISSUANCE. ULAR ACCESS SHALL BE 4. SHOULD A NEW RESIDENCE BE CONSTRUCTED ON LOT 4, VEHIC V) W RELOCATED FROM THE SOUTHEAST CORNER OF THE LOT (FROM ABERDEEN AVE NE) TO THE 5 A . A NOTE TO THIS EFFECT SHALL BESHARED DRIVEWAY (TRACTPLACED ON THE FACE OF ) � 774E SHORT PLAT PRIOR TO RECORDING. SHALL EXECUTE A SHARED MAINTENANCE AGREEMENT PRIOR TO RECORDING OF __3 5. THE APPLICANT THE 4 -LOT SHORT PLAT FOR EQUAL OWNERSHIP AND MAINTENANCE RESPONSIBILITIES FOR � IMPROVEMENTS IN TRACT A. A DRAFT VERSION OF A SHARED MAINTENANCE AGREEMENT SHALL FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER BE SUBMITTED PRIOR TO SHORT PLAT RECORDING. WER FOR REVIEW AND 6. THE APPLICANT SHALL BE REQUIRED TO SUBMIT, TO 774E PLAN REWE 6 APPROVAL, A FINAL DRAINAGE REPORT AND ASSOCIATED PLANS, BASED ON THE 2009 KING SURFACE WATER DESIGN MANUAL (AS AMENDED BY 774E CITY OF RENTON) PRIOR TO TAX LOT ,3343902068 COUNTY CONSTRUCTION PERMIT APPROVAL. 06/12/18 DATED THIS 24TH DAY OF AUGUST, 2016. ❑ JENNIFER HENNING _ CITY OF RENTON PLANNING DIRECTOR 7 LEGAL DSC RIPTION o 0 DRD ..im PARCEL A THAT PORTION OF THE NW QUARTER OF THE NE QUARTER OF SECTION 05, TOWNSHIP 23 NORTH, RANGE X i- ; � EAST W.M. AND TRACT 254 OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIV. N0. 4 - 5 , RDED IN VOLUME 11 OF PLATS, PAGE 82, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS. RECO--- ,,0 is 8'I'��" BEGINNING AT THE INTERSECTION OF THE WESTERLY MARGIN OF ABERDEEN AVE N. E . WITH THE SOUTH 8 LINE OF THE TRACT 255 OF SAID G.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIV. NO. 4 AS ESTABLISHED BY SURVEY PREPARED BY JAKE ELLER ASSOCIATES, INC. UNDER JOB NO 72072, DATED 9 25 iSAID SOUTH LINE ALSO BEING THE SOUTH LINE OF CITY OF RENTON SHORT PLAT ( 06/10/19 RECORDING N0. 2004081 f 900006); THENCE WEST #!UA -Of -109-SHPL LND-20-0296, RECORDED UNDER LINE OF TRACT 254 OF SAID C.D. ALONG SAID SOUTH LINE 252.60 FEET, MORE OR LESS, TO THE WEST HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIV. NO. 4 AND SAID LINE EXTENDED; THENCE SOUTHo 01 '01'28 WEST, ALONG SAID EXTENDED WEST LINE, 106.67 FEET, MORE OR LESS, TO THE NORTH LINE OF is 000 CITY OF RENTON SHORT PLAT NO. LUA-02-017-SHPL, RECORDED UNDER RECORDING N0. SOUTH 89'i6'40'* EAST ALONG THE NORTH LINE OF SAID SHORT PLAT, 252.60 N N 0040907900015; THENCE 2 E THENCE ALONG SAID WESTERLY FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF ABERDEEN AVE N..; o w ' " EAST 102.67 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. MARGIN NORTH 01100 55 EXCEPT THE SOUTH 80 FEET THEREOF. o '' CJA Q z ~ PARCEL B THE SOUTH 80 FEET OF THE FOLLOWING DESCRIBED PROPERTY: PARCEL A & B AREA THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 05, TOWNSHIP � 23 NORTH, RANGE 5 EAST, W.M., AND TRACT 254 OR C.D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN DIV. NO. 4 RECORDED IN VOLUME 11 OF PLATS, PAGE 820 IN KING COUNTY. WASHINGTON, w DESCRIBED AS FOLLOWS. N / BEGINNING AT THE INTERSECTION OF THE WESTERLY MARGIN OF ABERDEEN AVE N.E. WITH THE SOUTH �' N .-. NE OF TRACT 255 OF SAID C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIV. NO. 4. AS LIUNDER JOB N0. 72072 DA TED ESTABLISHED BY SURVEY PREPARED BY JACK ELLER ASSOCIATE'S, INC., o z 9/25171 (SAID SOUTH LINE ALSO BEING THE SOUTH LINE OF CITY OF RENTON SHORT PLAT w o m - - 9 -SKIP! LND-20-0296, RECORDED UNDER RECORDING NO. 20040811900006); THENCE WEST #LUA 10 10 ALONG SAID SOUTH 11 LINE 252.60 FEET, MORE OR LESS, TO THE WEST LINE OF TRACT 254 OF SAID C. N � o N HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVV, ND. 4 AND SAID LINE EXTENDED, • SAID EXTENDED WEST LINE, 106.67 FEET, MORE OR LESS, TO THE THENCE SOUTH 010128 WEST, ALONG S M cn o cj < NORTH LINE OF CITY OF RENTON SHORT PLAT NO. LUA-02-017-SHPL, RECORDED UNDER RECORDING NO. N LO o `� • THEN SOUTH 89 7 6'40 EAST ALONG THE NORTH LINE OF SAID SHORT PLAT, 252 60 20040907900015, MARGIN OF ABERDEEN AVE N.E.; THENCE ALONG SAID WESTERLY M -� w x T MORE OR LESS, TO THE WESTERLY FEET MARGIN NORTH 01710'55" EAST 102.67 FEET, MORE OR LESS, TD THE POINT OF BEGINNING. N w PROPOSED LOT AREAS M N INSTRUMENTATION o M z ' 0 LOT 1 6.329 SQ. FT. z INSTRUMENT USED: 5 SECOND TOTAL STATION. SPRUCE TREE FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22#0009 IN ACCORDANCE WITH WAC 332-130- 090. • BAS( S OF BEARING . N.W. 114 OF N.E. 114 OF SECTION 05, T. 23 N., R. 05 E., W.M. CITY OF RENTON, STATE OF W__�iSHINGTON S89'15'27"E 1323.27 1. N.E. 28TH STREET � M (V N I I I ---- N.E. 2 7 TH �ws"� z% o,) EET 1---N00'22'05"E 4.82 . I FOUND MON IN CASE TAX LOT #3343902�6 TAX LOT X3343902065 TAX LOT ,3343902060 � � � ' . • . • • . • . • . � . ' . ' . I TAX LOT X3343902067 IX. PROPERTY UIWE � � .'.. •.•.•.f •.•.'.'. o .. 1 2.64 P AC WATER/SEWER EASEME 16' PAVED . � .... Q FT.. ... .... .. .. .. .. .. .... . .... accEss. ...TRACT A � �' ` � �� ................... .............. ...... ....... ... .... ...... ...... ..... .. ... ...... ................. BUILDING SETBACK 3— PROPOSED UN� TYP. / � \ :a a ... ... . � . �� . � . • . I UNE, TYP. .... .. �� . 00p, F AW A I W I I b ;9 2525 ABERDEEN A PARCEL 8 `' �.' � I • g �, ,• EX. HOUSE � •� I s .OT 1 T.L. s�so-2o2� I � ( ' z � �� LOT 4 � / � . . � .' ... 32s so. Fr. _ � LOT 3 � 5,947 SQ. Fr. .. . � .(b. • . � I � LOT 2 I 4,739 SQ. FT. .. .4 . ....... ... ..� . I 5,251 SQ. Ff. (, a• . �- • . �. a.. � ,. .... ...�.�. .�.�. •... . YPARCEL A ... � � 3 ...� .. . . z .; . g T.L. 334390-2000 I........1. � .. .... ..0 46C. ... . r AF 60. rn are 61 72.62• .. . . 59.98' .. ... ... ,. TAX L TAY I AT mOT ,3343902006 � oIL s �.;4.;902013 � � - - VlIJIv v✓r. .. ..... NAD 83/91 PER CITY OF RENTON CONTROL NOS. 266 AND 1839 � W/ 1/8" COPPER PIN IN CASE M N CITY OF RENTON CONTROL POINT 266 FOUND 6" ROUND CONCRETE MONUMENT WI1H NAIL IN CASE AT THE INTERSEC110N OF N.E. 28TH STREET BUILDING SETBACK NOTE: AND JONES AVENUE N.E. o FINAL BUILDING SETBACKS FROM THE RETAINING WALLS SHALL BE SHON9V ON THE INDIVIDUAL BUILDING SHEET INDEX. NORTHING.- 191429.84 FEET PERMIT PLANS. EASTUdG: 1303590.01 FEET o CITY OF RENTON CONTROL PONT 1839 Z � � TITLE FOUND 1/8' COPPER PIN ON CONCRETE POST MONUMENT IN A (MONUMENT CASE, DOWN 0.4 FEET. DISCREPANCIES. LOCATED AT THE INTERSECTION OF NE 201N STREET AND JONES AVENUE NE. COVER SHEET &HORIZONTAL CONTROL PLAN IN DRAWINGS AND EXISTING CONDITIONS YVHICH NORTHING: 188877.74 FEET IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS FASTING: 1303565.23 FEET FOUND CONC MONUMENT Nq(1 AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENAON OF yy/ 1/8' COPPER PIN IN CASE THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING W11N THE WORK. THE CONTRACTOR SHALL BE BOUNDARY& TOPOGRAPHIC SURVEY � CITY OF RENTON PTS 1839 RESPONSIBLE FOR THE PROPER FITTING OF ALL NARK AND FOR THE COORDINATION OF ALL TRADE suecavrnacroRs, AND PERSONS ENGAGED UPON THIS CONTRACT. TESC, DEMOLITION, &TREE RETENTION PLAN TESC NOTES AND DETAILS REFERENCES CITY OF RENTON SHORT PLAT LUA-01-109-SHPL RFC N0. 20040811900006 CITY OF RENTON SHORT PLAT LUA-02-002-SHPL RFC, N0. 20040907900009 PLAT OF STOLLENMAYER ADD VOL. 88, PG 87 CONTOUR NOTES SURVEYLEGEND SET REBAR � � 42676 AND CAP � EXISTING MONUMENT AS DEFINED CONTOURS SHOiNN HEREON ARE AT 2 -Foot nvitKVALa ncom ass p ENGINEERING &SURVEYING Western Washington Division 165 NE juniper Street, Suite 201 ■ Issaquah, WA 98027 ■Phone: (425) 392-0250 ■Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cie Elum, WA 98922 ■Phone: (509) 674-7433 •Fax: (509) 674-7419 EXISTING UTILITY NOTE GRADING & DRAINAGE CONTROL PLAN BENCH MARK ALL LOCA110NS OF EXISTING U11LI11ES SHOWN HEREON HAVE BEEN ESTABLISHED 8Y FIELD SURVEY OR STAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND WATER &SANITARY SEWER PLAN CITY OF RENTON CONTROL POINT 266 NOT NECESSARILY COMPLETE; IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY FOUND 6' ROUND CONCRETE MONUMENT IMTH Ow i� THE ACCURACY OF ALL UTILITY UTILITIES NOT SHOYMV HEREON WH �A M�Y BE AFFECTED BYS SHOW!q AND To �THE IMPLEMENTA ONURTHER DISCOVER NOFATFlIS PIAN. VOID ANY CONSTRUCTION DETAILS NAZI IN CASE AT THE INTERSECTION OF N.E. �nCONSTRUCTION DETAILS 28TH STREET AND JONES AVENUE N.E. �"""0"=24'8' FEET CONTRACTOR RESPONSIBILITY: CONSTRUCTION DETAILS VERTICAL DATUM. CONTRACTOR AGREES THAT THEY SMALL ASSUME SOLE AND COMPLETE RESPQNSIBJUTY FOR JOB SITE CONSTRUCTION DETAILS CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF TREE RETENTION PLAN NA VD 88 CITY OF RENTON CONSTRUCTION OF THIS PROJECT* AND THAT THIS REQUIREMENT SHAtL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE HORIZONTAL CONTROL. OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL UABfUTY. REAL OR ALLEGED, IN CONNECTION LANDSCAPE PLAN WITH THE PERFORMANCE � I RK ON THIS PRO�'CT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE BEARING N0033'42"E FROM CITY OF RENTON NEGLIGENCE OF THE OYNVER OR THE ENGINEER. LANDSCAPE PLAN /DETAILS PT#1839 TO CITY OF RENTON PT1266 PER CITY OF RENTON COMMENTS DRD 01/31/17 ROCKERY DESIGNS &NOTES non nr./1R/t7 �M E ,s 2 PER CITY OF RENTON COMMENTS SINGLE FAMILY RESIDEN 71AL """ "''� ' "� • , 07/05/17 SURVEY LEGEND - 2525 ABERDEEN, LLC RENTON SCHOOL DISTRICT #403 FIRE PROTECTION., S WAS �F � 13110 NE 177TH PLACE ,202 3 PER CITY OF RENTON COMMENTS PSE DRD ��` (206) 679-5131 I"Q q FIRE HYDRANT 4 PER CIT(' OF RENTON COMMENTS R1 DRD 07/19/17 QS SDM ENGINEER/SURVEYOR: ENCOMPASS R�S�'C YNG 5 PER CI1Y OF RENTON COMMENTS DRD 08/18/17 TELEPHONE RISER � DRD 6 REI/►SED GRADING, TREE REMOVAL, 8c UTIUilE3 PER OWNER DRD 06/12/18 EARTH SOLUTIONS N.W. ❑ CATCH BASIN 1 ,�. 7 PER CITY OF RENTON COMMENTS DRD 07/12/18 ROCK WALL DRD ,,0 is 8'I'��" 8 AS -BUILT DRAWING JEF 06/10/19 2525 ABERDEEN AVE NE TJR RENTON, WA 98059 �SIONAL 7127118 NO REVISION BY DATE APPR " CJA CEDAR TREE PARCEL A & B AREA 26,311 SQ. FT. (0.60 ACRES) � SCME-0 1'=20' ow Itm AT SJM SC" iF NOT ONE INCH SCA J XCMINGLY VE MM.: MVD 1988 HO MWTA . No 1983/1991 DATUM Ivv. 1 2 3 4 5 6 7 8 9 a 0 z 0 5 70 20 SCALE 1" = 20' PLAT INFORMATION NOTES: RESIDENTIAL - 8 (R-8) PROPOSED USE: SINGLE FAMILY RESIDEN 71AL SEWER: CITY OF RENTON SURVEY LEGEND ONMER: 2525 ABERDEEN, LLC RENTON SCHOOL DISTRICT #403 FIRE PROTECTION., RENTON REGIONAL FIRE AUTHORITY 13110 NE 177TH PLACE ,202 � WATER METER PSE WOODINVILLE, WA 98072 BY: (206) 679-5131 � FIRE HYDRANT CONTACT: BILL HEGGER R1 Galt before you dig. eY: QS SEWER MANHOLE ENGINEER/SURVEYOR: ENCOMPASS R�S�'C YNG IP TSUITE 201 TELEPHONE RISER /SSAQUAH, WA 98027 (425) 392-0250 POWER VAULT GEOTECHNICAL ENGINEER: EARTH SOLUTIONS N.W. ❑ CATCH BASIN 1805 136TH PLACE NE BELLEINE, WA 98005 GX=0 ROCK WALL (425) 449-4704 TAX PAROL NUMBERS 334390-2000, 334390-2021 FIR TREE PROJECT 811E ADDRESS: 2525 ABERDEEN AVE NE RENTON, WA 98059 MAPLE TREE SECTION, TON9VSHIP do RANGE: PORTION OF THE NW 1/4, OF NE 1/4 SEC. 05 TWN. 23N., RNG 5 E, NAV( CEDAR TREE PARCEL A & B AREA 26,311 SQ. FT. (0.60 ACRES) � PINE TOTAL PROPOSED LOTS 4 PROPOSED NET DENSITY 7.83 DU/ACRE � COTTONWOOD MAX ALLOWABLE DENSITY 8.0 DU/ACRE CRITICAL AREAS CRITICAL AREAS BUFFER 0 SQ. FT. 0 SQ. FT. MADROIdA SITE IS IN WELLHEAD PROTECTION AREA (ZONE 2) SEE (UNSPECIFIED) PROPOSED LOT AREAS LOT 1 6.329 SQ. FT. SPRUCE TREE LOT 2 5,251 SQ. FT. LOT 3 4, 739 SQ. FT. LOT 4 5,947 SQ. FT. 0GM GAS METER TRACT A 4,045 SQ. f7. TRACT NOTE TRACT A INCL BE A JOINT USE ACCESS AND UTILITY TRACT. can iiSF nFgGNATiON: RESIDENTIAL MEDIUM DENSITY (RMD) INDEX LOCATION ccr S T 93N. _ R.5E., W. M. ZONING: RESIDENTIAL - 8 (R-8) PROPOSED USE: SINGLE FAMILY RESIDEN 71AL SEWER: CITY OF RENTON WATER SYSTEM. CITY OF RENTON SCHOOL DISTRICT. RENTON SCHOOL DISTRICT #403 FIRE PROTECTION., RENTON REGIONAL FIRE AUTHORITY ELECTRICAL POWER: PSE NAT URAL GAS• PSE 5 TELEPHONE. QWEST A nnnnvtA AATC 0`117' / C►! / :/ni I IARFS R-3915001 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE DATE DATE: DATE: CITY OF FINLEY SHORT PLAT RENTON U-16005573 R-3915 Planning/Building/Public works Dept. COVER SHEET & HORIZONTAL CONTROL PLAN 06/10/19 FlaoeoV-* N/A PAM" N/A aWHc No: 15615 10 BY: � Ll • BY: L2 BY: L3 Know what's belown R1 Galt before you dig. eY: R-3915001 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE DATE DATE: DATE: CITY OF FINLEY SHORT PLAT RENTON U-16005573 R-3915 Planning/Building/Public works Dept. COVER SHEET & HORIZONTAL CONTROL PLAN 06/10/19 FlaoeoV-* N/A PAM" N/A aWHc No: 15615 N.W. 7/4 OF N.E. 114 OF SECTION 05., T. 23 N. , R. 05 E., W.M. Mill IIIIIIIIIIIIIIIIIIIII1111111111111111111111I CITY OF REN 1� 0 iTON I N STATE OF SHINGt _CIO s • 11 14 GRATE }} APPROX. LOCATION 1 (MIN. 6 WI, TYPE 1 �, _ i i±j t i INFILTRATION CB 2, TYPE _ : �: . ' i - i i CONCEPTUAL SEGMENTAL BLOCK _ : F DRIVEWAY ENTRANCE WITH 1 2' WIDE »_. 8 O STA. 0�- ' R I � -- � I.9 _ _ -----1 1 29' + • _� `' _ GBS do PIPING RETAINING WALL PER 0 D STA. 1+26.2T, 0.049E 31.32 , 0.0 L _ _ �--- _ `` 4. BASINS, _ . ?'_ ADS: 5; 2 i 6. i 2 i I..._ ' • 84.3 (TO BE DESIGNED DURING MANUFACTURERS (SEE NOTE 2) RIM=291.48 SLOTS} RIM 28122 = i I .-�" _ g _; 3 _ ,� _ ,� ,,,III ���. �--��.�� � � • + _ 1+�0 Os � SIDEW i i •. 283.86 1F STA. 1 +26.3 02 Ol! SLOTTED DRAIN : 4 i t fF s e i. I FUTURE BUILDING PERMIT RECOMMENDATION INV=288.58 (OUT} IIV1 279. ( T} RIM TO GRADE MIN. 6• WIDE I x .i . . j [�[•• =`i �� �, a��„ �,.------- APPLICATION - SEE NOTE 5} 1 (4*MAX. HEIGHT) APPROX. LOCATION ( _ _ a INFILTRATION BASIN � � �'�� � , -� �-''" --�^ �OF DRIVEV �1Y ENTRANCE FlLTRATim BASIN GRATE WITH 1 Ir _ • • - - 82.6 • _ __ . ; ` s : ; f .� "'R ADI I:, DETA = 282.65 :: i 2 I NOTE 2 STA, 1+35.09 , 0A3 L _ WIDE SLOP'S _T Y(SEE. �-'""282.� 1 �FOR LO ) TA. 0+4015 0 46 L _ S k3 _ / tom'. g ' y %- iy� _ •tMi s•\ +` ` Q i i a RIM=292.52 _ • .� • : � �•i .� _ _:'""-a• • i i - - s �/� � ;--� i ••.,s S�� i-�. ! �i �t � f 2V2• � INV=286.77 i RIM -2$2.65 � ..STA. 0+31.20 , i • . _ __ � . � � = RIM TO GRADE _.. s C -I I FB R11 _ 78.80 . _ # �. - ' 12 '»• � � INV 2 I , 4 - a _ ._ i'- �,. 2• 282.55-.. _ .� _ 283.7011 { APPROX. LOCATION - j • E s i ♦ i i .Q .j < �s • • 'sem ,.'• • :b? • I f; #{_ _ _ , OF DRIVEWAY 9 OF 6 PVC ,STIIRM SEWER _ J a i -- . 3 • . • ' ; : :. • • • • • 1 � l �¢- �; - = - f ENTRANCE T/W= -�: _ s-- i s . 'W=2/9 i } j' _ _ ; ; ;. g S=?.= MI . ,. a ! CONNECT PROPOSED 12 STORM SEWER a . ; . • .. . • .. • . . s 4 f x= } { t _ : 6 PVc STORM SE , R7 : ,--�' _ ' ' ,� • .� . • •• . • I r - ,� �, C, (SEE NOTE 2), - 3, INFlL ATION� BASIN 9 • f _ 5=1.56 MI ,:-' TY OF 282.70 - - - i .� - TO EXISTING CATCH BASIN PER C '�- 4 y • • 1 �4 PVc,+OOTING - TA. 1+17.28', 0.04 L -'' - ��z 1+20.00 -, f s ° - RENTON REQUIREMENTS, 282.65 I �.�. f _'.� �} ;/) 8• WATER i _ _ 1 DR N FOR f ET. Wl C _ ,- �, C - �. - & _ d RIM=29017 �., , • _ _ £ - _ , = RIM=282.14 _ �. -.-�- .: ; ; f / s-, ,4 • - .; 5 �.: - INV=279.39 (12 ADS Nd�} t 2.64 D ACCESS `� '"" a _ . _ . _ _ 29' MAX. , _ 1+00.0 1 ` 2 2� Mme: a .Q •• ••w ! . •• M • _ t 0+0 •OM 283.931T L_�L� .,e . /_ -----' f �, II . AV p `�. - _ �o. `. E S DRIVEWAY ENTRANCE PER CITY d 282.64'. _ • ` - o ♦ ' -r t t i i . t•sL •t •t SS.• J ......... 1. rr-------" r,. - .6 ✓'�O 8 ` "o j . �, ACCE. a :d; g ; . s _ OF RENTON STD. 104.1 & 1X44.2 � » ------ 282.74 = d •.• • •_ • •-•' •�£ • ' - ' © f� •00.0 �• V • .i �' Q d •' _ 4 i f - •? '. • • ~ • • .► • ' i� • -. ,,.-. s ♦O �-,. TRXT � -w +00.0 -- d ;• 0+0 .QO(DEPRESS CURB AT DRIVEWAY f fr,✓'.- /5,.`e..II 3'i ! I IL . `� ' :� .��••`IT '• i• .z. J a Q S, • ' ' '• • _ • • i ��'`~-•-``'...-' _._..... -- -.. ENTRANCE} t ='• _ I .r. s • U r• i i { 2 2 O � .I .. _• :�, .... � � � 67 LF OF 12 LCE STORM ! 1 • • - { 7 ----- `•''.;_:... N4:ry: r } W ! 282.75 s 282.65 • • att �: -� - ,� », -� = 1 • • ... • : •r..t.. SEINER, S=1.� -- - _ . , •. �252:� E • S R Y I . I (1► ..............«. , •� rd y i T •x �•4 Ls• S € •1 • ! 6 •J • ♦ 1 . � �,� ��� f � �'� � 6 C/�,/' s � 2 »_._. � I � • . � •;r-�-..• � • _ . � • • •.�g�• Vis. :` : � • •• ' • ,. t /-/ j sss f .,' �. 94 j --•-� -� STA. 0+45.67, 17.951T I I f ® •.;• • • '• .:.4 J '-/W=2 Z t {t c, N - ,_ i ___ =a ' _ ADD CB i •;. •- -- I 1 �Ilv •-• r r�RIM 28445 I- Y s - ; _¢ {-- .° , • ;,-,.:' _ ;: F • 1 a 284.%2854 j ,% ! INV=281,55 12 ADS -S f-1 ss � � {s � _ a� �� ! - � - , � �,��� � fes, d . "• s _ � � C � is s 2 �,/ t ss j p f S s{ ��sif -,, f t+. i i - ,^^s = f1 tt- _ �, ,. , i _ , INV 280.25 12"ADS N i �� SIDEWALK , f _ i d . s 0. I t • - 239 'AM. i ` .. TRANSITION r { , t TION A t d� 6 PVC SW} ; Q I PRY-, , . r ! CEPTUAL INFIr__P:A-� f t.--�'y O �_ ONCE' AL INFlLTRATION �- UFFEila:�, t 'S do PIPING s ,� II: aC i,=�`�;. , 1 ,,, BASINS, CB _ = d W »... I• . GBS do PIPING ! t�N® DURING_: • s 6 I SSti:2_81).12 7f ,. s _�(TO BE DEIGNED DURING (TO BE DESI 3;' -27 IF. LCPE STORM �, , .:� t• ' t RIMw l 6, . NG PERMIT FUTURE BUILDING PERMIT ��' _(PRIVATE;• t _ _ - t TURF BUILDI '` 5-3,15= FROMW dQ. : 21.2'' :1 �r t r APPLICATION - SEE NOTE , I a E -� , } a a tT= *_,:_-' �� LO i t {�' -SEE NOTE f r ; `s=�r - �, �• : _ _ _" S: x.32 4 DRIVEWA t i PLICA'noN ! __ 1 a . i(SHARED DRIVEWAY SIDE I�ALK GRADING DETAIL(LOTY I t t4 1 5 1 LOT 4 £arY _ ;, it;, SI DEWALK GRADI NG DETAIL $t �, �, v 1 { { ��. _.._ . �, _ OCKERY WALL, 4' MAX. HEIGHIT SME: =20 SCALE.- r ILOT 3 TIED DRAIN ii i _. R - / rd, I : r = _ � � _ { ;s i� � � �..�.. � � .��� ,.--.. �'. �. . � _' ��•' � � (SEE NOTE 1) V � L, _ t , a { .OT 2 ELEV = 295.5 �, RMS`E E TOWARD C U _ a EIX_ . L .. . �RAI:t'� �� 5 ' , { 5 P� 5' WIDE GATE i . . . i e _ r ��6j'; iii4i t ii=� i { ~ 5 J ' PAD• = 302.50 1 (MIN t �::: i L II: i i I CCi °'r '. { a 5 PROVIDE 5 OF 8 . . i = . t f WITH 1 / "WIDE SLOTS}, 1 i a� f t,�STEEL CASING PIPE •� .Lz�4�.6 -�C)8_ _ _ T ft- 29 IM TO GRADE i . �, x 1 AROUND 4! PVC PIPE _ � . f ; . I 1 1C t { �- _• / { f ��fr�•= , , . 5- B 6f � = G 9 2 . Q ;r �•_ • _ _ =w = a f=„�;6 t 1 ENT _ 2' WIDE PAVEMENT PATCH 4" HMA .'_ ,' �� r{ s - DRIVEWAY PA NT REPLACEM . . . 1. i , ; r t _ { / BENEATH WALL .+ _ : - 6 CRUSHED ROCK COMPACTED 6 ROCK WA ,,�`" , P C.O.R. STD. 104.3 a o ; OVER EE NOSE 1� &g j ...; ..._ © .._ .. �P177P s . 1( t I "-'� I I I REMAIN f TO 95� MOD. PROCTOR (MATCH _ i , �"� 1 i (EIC, DRIVEW BASE TO ) . . . . . . . . -.� {' �, fd=, - f t OCKERY WALL :_ { SIFT R1 }». f S 2.00% MIN. I EXISTING PAVEMENT THICKNESS IF . _ f'- S f 4 l 3 ( E NOTE 1& PRIVATE Q �---_ _ I ' t { r I NYLOPLA A BAST _ a. d i GREATER) f SHEET R1 / DRAINAGE _ :.. _ f = 314 _ { �-- ¢ ) � OR APPR / ,� © r ' EX: Ifs &DRAIN PIPE TO BE REMOVED 1 i t EASEMENT .. _ i i i01 { �, _ _ { -- "' I _ ..- ,MATE TR �; w . ,•,;. I 5' WIDE CONCRETE SIDEWALK PER i W. �- t t -.----» RIM= 0 ICED t C.O.R. STD. 102 & F007 SY=� f ; ; C �� 294 0 C}1! I _ . _ iNV=2 1 -_ ` 36'N1i•ADS O 2.47% ♦, t I I �= r _. » s STD. r �4. Cis'"'- % , �JJ , ,� s _ _ ,-=� . 3 _ , - £ �° CONC. CURB & GUTTER PER C.O.R. { _ ' � � + J t '�ia� fs,, ' i� , ,"' }jet ' � i i J Y d. ♦ � ,'+, ?��•• _ : ra ,i. !-= s f,� - ,4 _ ff- E i 3 _ s T '�Y�=3 � � 2 ��k�r.»..�� i 4 � DRY W/ � �� „,1 �s '� 3' .�ii�E�'s.�ili ��Ff - £ p s _ _ _. �,,�,KL it :: a -;� i - f 2_98 is i • I f t = i ; fr _.. _. t I �- "?t�.- ? T 1 �;� 12 OF OVER, TYP;, BUILDING SETBACK LINE, TYP. �,.. ° (DEPRESSED CURB AT DRIVEWAY I i NECT ROCKERYs-- ,� 9 . �. _-- �° �`�' ; . . . ENTRANCE} FOOTING DRAINS TO II �: � - r' OO N C I 011100D EF C= _ _ � s .� . g ; (SEE GRADING DETAIL) `� `� DRY WELL W/ SOLID 4 � . t i I .I s =` :.'�° R ____I C.=ti2II S. OF F t HEIGHT i ; ._ `, E . I PVC PIPE, PROVIDE RIM=294.20 ROCKERY WALL, 6' MAX. _ ' ' '' a LC PE FOOTING = STA. 0+09.769 17.0'LT •�' _ i PVC SLEEVE BENEATH (SEE NOTE 1 & { s �/r : O: ' . C • PROVIDE 2 MIN. HORIZONTAL INV=291.70 IN �,: ,�, ( } ' ; '. �_ -'� s{ DRAIN FOR RET. WALL CB #6 TYPE 1 g _-�� �, _ SEPARATION BETWEEN NEW ROCKERY & I WALL INV=291.60 OU SHEET R1);�� -- f RIM=285.54 z C T) = 285,1 8± I (CONNECT TO CB 6} • �,- T. 2' BLOCK WALL _= IIVV=82.44 (12 } N 0/ if , 30' R +- -- 30' R PROPOSED GROUND END OF PRIVATE ROAD & END OF PAVING 4 ` I r m �,,,, MnsI r STd► 94 -99 -RA 310 310 305 300 'i iii' IS, 2 - a� x=3 � f'� t;. �0 TCP W X91.6 295 290 285 280 275 270 '- 2+90 2+50.00 2+00 co mp as s ENGINEERING & SURVEYING Western Washington Division 165 NE juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■Phone: (425) 392-0250 •Fax: (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. ■ Cie Elum, WA 98922 ■Phone: (509) 674-7433 ■Fax: (509) 674-7419 1+50.00 ... I .............................. .......... I ......... S p,MEs ......... . �F 'WAS�r ... . T . App CB .............. CB #6•. TY'E .1... ...... X284.45 .......... z �.� 38285 IS'f�� � SSI0NAL 727118 1 *1 300 EX. R/W CENTERLINE 30' 8' LANDSCAPE STRIP 16' 0.5' 0.5' 5' CONCRETE SIDEWALK 290 2% 000 0 CURB & GUTTER .00 `-Ek ROAD SURFACE 295 4" HMA CLASS 1 /2" PG 64-22 SAWCUT PAVEMENT 6" CRUSHED ROCK & MATCH FIRM SUBGRADE ADDITIONAL STRUCTURAL FILL MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS 290 SSMH 4' DIA. PER C.O.R. STD. 400.1 ABERDEEN AVE NE SECTION STA. 0+04.44', 6.869E RIM=282.8± IE=275.22 IE=275.12± (EX. 8") 285 CENTERLINE OF ABERDEEN AVE PROPOSED 12" LCPE STORM SEWER TOP WL .- f . " /._ 280 EXTEND 8" WATER MAIN TO EX. LEGEND ,,oe-• AND CONNECT IN ACCORDANCE REQUIREMENTS 1 BLOW -OFF VALVE -1.5' MIN )If FIRE HYDRANT 275 WATER METER - EXISTING 8" SAN. SEWER ■ CATCH BASIN 270 INFILTRATION BASIN • CLEAN-OUT � RETAINING WALL � SLOTTED DRAIN NM THESE PLANS ARE "AS -BUILT" AND THE INFORMA170P1 SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DA Y 31, 2019 ((*-f r VEN D. McCA57CEY PLS 42676 o s io zo SCALE 1" = 20' 00 95 90 85 280 275 270 265 260 0+00 ................................................................... ............................ ............................................... ......................................................... ... I .............................. .......... I ......... STA• 0+45,679 17.9VLT .. ......... . .............. STA. ' 0+09.•76; 17.0 ... . T . App CB .............. CB #6•. TY'E .1... ...... X284.45 .......... .. . RIM=285.54 INV;281.55 (WADS -S) .. ........... IN916282.44 (12•} .......................... INV=280.25 (WADS -N do 6• IEXISTING Vc-Sw) .......... GRADE ALONG OF BERDEEN AVE NE 36 LF t F 12• .CB• RIM=282.1.4• ....... ...... LCPE -STORM •SEINER, . ........... IE 12" • ADS: 279.39. ....... . S=Z47X ...... .... .................. .......... SSMH ft -ft . "ft -ft-.. .. .. -` 6"1 LI: � •12• .. .. ..RIM=283:12. I.CPE STORM IE 8" N: 275.2 .. . -- -1 � IE 8" S: 275.32 .. ... ... .................. ... ....... ..... ................ .... ................. 2 . ..... ........ --- -- ,.........,..•,...:.,.: �. .... ... . r . . . ... . . .. . . . . .. .. .. 1.5 ARN . Iftft- H ................. SEWER. L� �-- - "ft -- X. 8• . SANITARY ... . .. .. . ... �.. .6*. PVC FROM CB -FOR PROPOSED Vv SANITARY SIDE -SEWER DRIVEWAY SLOTTED DRAIN . .. .. . . . . .... .. INV16480:25 ..... .. .. PROPOSED' 8"' SANITARY* SEWER . . . . . .. .. . . . . . . . . . . .. . . .. . . . . .. ... PROPOSED WATER .......................... ...................MAIN ' CONNECT PROPOSED i 2•� STORM ' SEWER • TO' EXISTING CATCH .... ...... ................ BASIN. PER CITY • • RENTON REQUIREMENTS, - INV=279.42 ...... ....... EXISTING ELEVATION EX. 8" SANITARY SEWER I ......... . ........ .. ..... ALON O 'ROAD ......... ............................. ...................................... ......................... CD................... ........C4......... 00 • 00 4 00 .N 00 N N N Know whaYs below. Call before you dig. 2951 290 2851 :! ■ 2751 2701 2651 N N 00 X260 0+$0.00 1+00 1+20 PROFILE OF ABERDEEN AVE NE STORM SEWER HORIZ. 1°--20' VERT. 1 "=4' R 391505 NOW 114 OF W M* No x 05.,TO 23 Noy Rm Ex, CITY OF RENTON., STATE OF WASHINGTON 1 BLOW -OFF VALVE .. ••••� PROVIDE 1.5' OF VER -KCAL .. .... .. 04 0 FIRE HYDRANT SEPERATION BETWEEN NEW ... ... _ .... .. • . • .. � CB RIM -281.92 WATER MAIN AND NEW S ORM �• ..... .. IE i 2" ADS: 278.72 �. • . ... ' WATER METER 0 5 10 20 » 22.5 BEND (MJXMJ) w/ THRUST . cc .. .. . IE 12" ADS:278.726. IN 1 WATER SERVICE & WATER BLOCKING ... . . METER PER C.O.R. STD. 320.1 APPRO . LOCATION OF . ` . ■ CATCH BASIN ' .. Nn . • . EXISTING STRIPING ._ .• SCALE 1" 201 (RIM TO GRADE) WITH A DOUBLE DR"Y FOR LOT 1 =H. 4' DIA. , ' • ' ' • ' . ' . ' . = ' .... PROVIDE 1.5 Of VERTICAL SEPERATION BETWEEN WATER INFILTRATION BASIN CHECK VALVE ASSEMBLY FOR 1 AIR -VAC ASSEMBLY PER C.O.R. STD. 400.1 . i .... �.. EACH FIRE SPRINKLER SYSTEM AT HIGH POINT PER 22.5' BEND (MuWJ) W/ THRUST BLOCKING .... MAIN AND EX. SANITARY SEWER STA. 0+65.26 , 6.2TL ... Q• ... � • CLl:AIV-OUT PER C.O.R. STD. 340.8 rn'• C.O.R. STD. 340.3 _ � �-- . 05 STA. 2+41.84 RE�'TRAIN WATER PIPE JOINTS �+iTH RIM=284. .. T • �.. .... ... CB RIM=282.12 RETAINING W » IE=277.05 (Vii) RE,'ST RAIN WATER ° . . . • .' . . • . IE 12" ADS: 279.42 » 161 Lf OF 8 PVC MEGALUG RES'iRA11WT HARNESS SERIES ALL 8 GATE VALVE ,(MJA IJ) SANT Y 1700 i0ITHIN 20 OF INFILTRAT SON BASIN IE=276.95 (E) PIPE JOINTS ... _. STORM DRAIN PIPE STA, 2+56 , 3.13 R (AM D3034) �tf .. ... � . APPROX. LOCATION OF 0 13.63 GALUG RESTRAINT 2 .. AY FOR LOT 2 HARNESS SERIES DRIVEIN � '� TROP T SANITARY SEWER 1700 IiTI'IIN 20' .. 278.71 lz�l IL AD E:1+2 �. INRLTM77ON BASIN � WATER MAIN TOP WL TOP WL P 00 ..... A• ENCH RESTORATION IN ACCORDANCE TO S" CAP (MJ) 192.64 P ED ACCE ° O.R. REQUIREMENTS DOUBLE CHECK VALVE T BLOCK a a W THRUS .. . .. � ( DETAIL ON SHEET 9) .. . . . . . . . . . a d . •,... - . :. •• a N ,� PAVEMENT SHALL BE SAWCUT. ► THRUST BLOCKING TOP WL Top WL .. . . ... . . . . . . . . 5,4 A+t�. .. . 292 IF Of $ D.I. CL 5; 4? •• • :� ..• .� • :�. : ;;.,t •" CONNECT 8" WATER MAIN TO EX. 16" D.I. WATER MAIN IN ACCORDANCE 29 30 299: 16' PAVED j. a , ' .. RY SER • . . 52 WATER - MAIN 10 MIN: TO CITY OF RENTON REQUIREMENTS do PER C.O.R. STD, 300.1 2+82.60 25 PUBLIC ....... ... . ACCESS .. 1.+00.4*. . .2+00.00. �.•1-16"x8" TAPPING TEE (FL) utr�..nr ........... ... .... TRACT A .... 1+00.00 t a + o . .. ... 277:07 .. �a..1-8" GATE VALVE (FLAIJ) 2" BLOVl�OFf VALVE TOP WL TOP VYL y s r.• _.._.. . „ .. W/THRUST BLOCKING PER C.O.R. STD. 340.1 I 300.82 b ,,,• , . 279.07 ......... ......... � .h• • i, . • 4Mi N �CT I Wer I �,. ;.. •.H. w t, ' TROP WL 4 .. ," ; '• ` STA. 0+04.44', 6.86'L TOP WL 60 LF OF 8 PVC ASTM D3034) ;� . ' • . ' •Q .. RIM=282.8f 300.86 SANITARY 1 279.1 -.� r .. .. . . 24 I -.� / I :�.. .. IE=275.22 Ak t1 IE=275.12± (E(EX.8m) e%. LL;EX. I 1 •S'�ICE I 14 LF OF 6 PVC ' 24" _ �-- -- TO BE REMOVED, SEE NOTE 4 18 1 . :.. • • ' • . • • 30 LF Of 6" PVC SIDE SEWER STUB, � STUB INV 299.5 � 4H -'-' -M SSMH, 4 DIS►. INV=293.3 19 Lf OF 6" PVC ... GRAVEL • . ' . ' ' . ' .�... . . S=2.00 MIN. (TYP.) - (SEE NOTE 4) S=2.003� MIN. I I PER C.O.R. STD. 400.1 SEWER STUB RAMP I . . SIDE ' I STA. 2+25.9 STA. 2+26.79' 5.76'L ' ° . , ° . .. S=2.00X MIN. . • ' 2 " ; . _ 0 a = , � . � ... �_ SSMH RIM 303 89 PROPOSED GROUND 310 7 305 300 TSP WL 295.30 TOP WL 295.61 295 290 285 280 275 270 1 � 2+90 2+50.00 co m as s p ENGINEERING &SURVEYING Western Washington Division 165 NE juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■Phone: (425) 392-0250 ■Fax: (425) 391-3055 Eastern Washington Division 407 Svuiftwater Blvd. ■ Cle Elum, WA 98922 ■Phone: (509) 674-7433 ■ Fax: (509) 674-7419 END OF PRIVATE ROAD do END OF PAVING S NU E,3 Mo z �0� 38285.,�,��,�cv'�' S'ig�'v �%NAL 7127118 1+50.00 1+00 0+50.00 310 305 300 295 290 SSMH 4' DIA. PER C.O.R. STD. 400.1 STA. 0+04.44'9 6.861 RIM=282.8f IE=275.22 IE=275.12f (E)L 8") 285 CENTERLINE OF ABERDEEN AVE • PROPOSED 12" LCPE STORM SEWER TOP V& 277.92 2$0 EXTEN» » D 8 WATER MAIN TO EX. 16 D.I. IN ABERDEEN AVE AND CONNECT IN ACCORDANCE TO CITY Of RENTON 10 REQUIREMENTS 1.5' MIN 275 EXISTING 8" SAN. SEWER 00 N 00 N 270 0+00 Know what's below. Call before you dig. THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURA TEL Y REFLECTS EXISTING FIELD CONDI TIONS AS OF THIS DATE: MAY 9, 2019 STEVE . McCASKEY PLS 42676 S- 3915001 W- 3915001 I IE=298.24 6" S O IE=298.14 8" E O 18 LF Of 6" PVC SIDE STUB STA. 1+19.6 I .. ' •. � � Ar , °. ° ' `s ' EX. HOUSE 1 .. d ,� • I .... ' ' � . ' RIM=283.12 IE 8" N: 275.22 - NOTES LOT 1 INV --285.1 ` `�: . w � j1i a I �. IE 8" S: 275.32 S=2.00% MIN. • . LOT 4 y� r • I STA. 1+80-0! I I LOT 3 1 . , ' . . • • • • . • . • 1 -FIRE HYDRANT ASSEMBLY PER 1. A BACKFLOW PREVENTION ASSEMBLY {DOUBLE CHECK VALVE' ASSEMBLY) IS REQUIRED FOR EACH FIRE LOT 2 I • �` • �. . .... Fa--' .. .... • 1NLE C.O.R. STD. 310.1 SPRINKLER SYSTEM INSTALLED ON LOTS 1-3. I APPROX. LOGAT ION OF I AP 3 .. ° • .' ' ' LOCATION FOR WATER METER a .... .. .; . .. . �.. IM = 283 ........ I.. d v : .. 1 .4 •E. , STA. 0+19.8% 18.3'L - 1 6x8" TEE (MML) 2. THE EXISTING WATER METER FOR LOT 4 WILL BE RELOCATED TO TH E NEW PLANTER STRIP BY CITY COPPER I DRIVEWAY FOR LOT ' (SEE NOTE 2) .. .. f ,a • � . .. .. . .... ' ' .67.. ...... . 1-6 GALE VALVE FORCES. THE CONTRACTOR SHALL RECONNECT THE PRIVATE SERVICE LINE TO THE NEW I s '' ........ • ...... . • . . a . 't' �.•.�..• r` Qd. `'�••.'• .... " 1-8 ADAPTOR (FUNJ) TAILPIECE BEHIND THE METER AND AT THE BACK OF THE NEW SIDEWALK. .�..� •.. • • .•.•.�.�.•.�.�. ! . -a t��i•• .. 1-6"X8" REDUCER(MJXFL) T AN INFILTRATION BASIN SHALL BE RESTRAINED 1+7H 3. ALL WATER PIPE JOINTS TS WITHIN 20 FEE OF iI ° '. •°• .. • . . • . • . • ... I • . . .. • .. 1-6" D.I. CL 52 CUT TO LENGTH MEGALUG RESTRAINT HARNESS SERIES 1700. -I ' ". _ . • . ... ...... W/ THRUST BLOCKING / ' .......... a . a .. 4. EXISTING SANITARY SERVICE LOCATION SHALL BE VERIFIED BY THE CONTRACTOR IN THE f7ELD. I � I a •" ' • • ' • • • • • • • • • .....:. . � �•�� •'� •'� � ' ' ' ' ' ' ' NECESSARY THE EX SANITARY SERVICE FOR LOT 4 SHALL BE RELOCATED TO ALLOW FOR NEW 2525 X0.0• + j • .'' • h • • • • • • •••:: �•s•� • . CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE HOMEOWIVER AT SANITARY SEWER MAIN CON s 4 WIRE $ avow =ama01Ci776 .� .'• : I • . . ABERDEEN AT LEAST 48 HOURS IN ADVANCE OF SERVICE OUTAGE. THE CONTRACTOR SH ALL INSTALL A r -n' ' ' ' ' ' ' ' ' ' ' ' NEW SANITARY SERVICE FOR LOT 4 AND TRANSFER SERVICE PRIOR TO THE INSTALLATION OF NEW FENCE • . . . SANITARY SEWER MAIN IN ORDER TO MINIMIZE LOSS OF SERVICE TIME. BL RETAINING .. . . . . . . .. ' . . 5. INFIILTRATION DEVICES FOR LOTS 1, 2, & 3 SHALL BE DESIGNED DURING THE TIME OF BUILDING PERMIT .. ...... +00'. APPUG'4T10N AND CONSTRUCTED WITH BUILDING PERMIT APPROVAL. SMALL INFILTRATION BASINS SHOWN ' . ' . . ' , ' . ' . ' . • . ' . ' . ' . ' . ' ' ' . ` ON LOTS 1, 2 & 3 ARE FOR CONCEPTUAL PURPOSES ONLY AND ARE SHOWN TO DEMONST RAT E ' ' ' ' ' ' ' ' ' ' FEASIBILITY OF S70RMWATER CONTROL FOR THESE LOTS. 4 CYCLONE ' 6 WOOD FENCE 0.02' S. OF R 6 WOOD NCE 0.11' N. F PL • . , • • .. , • FENCE 0.15 ... . . 41 CYCLONE N. OF R j � PROPOSED GROUND 310 7 305 300 TSP WL 295.30 TOP WL 295.61 295 290 285 280 275 270 1 � 2+90 2+50.00 co m as s p ENGINEERING &SURVEYING Western Washington Division 165 NE juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■Phone: (425) 392-0250 ■Fax: (425) 391-3055 Eastern Washington Division 407 Svuiftwater Blvd. ■ Cle Elum, WA 98922 ■Phone: (509) 674-7433 ■ Fax: (509) 674-7419 END OF PRIVATE ROAD do END OF PAVING S NU E,3 Mo z �0� 38285.,�,��,�cv'�' S'ig�'v �%NAL 7127118 1+50.00 1+00 0+50.00 310 305 300 295 290 SSMH 4' DIA. PER C.O.R. STD. 400.1 STA. 0+04.44'9 6.861 RIM=282.8f IE=275.22 IE=275.12f (E)L 8") 285 CENTERLINE OF ABERDEEN AVE • PROPOSED 12" LCPE STORM SEWER TOP V& 277.92 2$0 EXTEN» » D 8 WATER MAIN TO EX. 16 D.I. IN ABERDEEN AVE AND CONNECT IN ACCORDANCE TO CITY Of RENTON 10 REQUIREMENTS 1.5' MIN 275 EXISTING 8" SAN. SEWER 00 N 00 N 270 0+00 Know what's below. Call before you dig. THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURA TEL Y REFLECTS EXISTING FIELD CONDI TIONS AS OF THIS DATE: MAY 9, 2019 STEVE . McCASKEY PLS 42676 S- 3915001 W- 3915001